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contributor authorS. V. N. Rao
contributor authorSudhir Kumar
contributor authorShashank Shekhar
contributor authorD. Chakraborty
date accessioned2017-05-08T21:23:59Z
date available2017-05-08T21:23:59Z
date copyrightSeptember 2006
date issued2006
identifier other%28asce%291084-0699%282006%2911%3A5%28464%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49976
description abstractA field problem involving pumping of groundwater from a series of existing skimming wells to meet drinking water needs from a river flood plain is examined within a conceptual framework. A simplified hypothetical aquifer system that is representative of a study area, skimming wells, input variables, and aquifer parameters is solved using a simulation-optimization (S/O) approach. The S/O model proposed in this study is solved as a nonlinear, nonconvex problem using a simulated annealing algorithm and a variable density flow simulator. An artificial neural network is used to replace the simulator to reduce the computational burden. An optimal pumping schedule in terms of location and pumpages is presented that controls up coning from underlying saline water. The study suggests that an increased number of skimming wells do not necessarily yield more water, and that the pumping schedule must be staggered in space and time.
publisherAmerican Society of Civil Engineers
titleOptimal Pumping from Skimming Wells
typeJournal Paper
journal volume11
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2006)11:5(464)
treeJournal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 005
contenttypeFulltext


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